Summary for Test 2020-06-25-24-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214844
DEA: 060Y0704
EFIS: 0619000150
DIST-CO-RTE-PM06-KER-155-49.5/R60.0
Award Date05/15/2020
Closeout Date10/22/2020
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionKERN COUNTY NEAR GLENNVILLE FROM 2.4 MILES EAST OF SANDY CREEK FIRE ROAD TO 0.1 MILE WEST OF ADAMS ROAD
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date06/25/2020 Sample Unique Key24
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/06/2020
Sample typeVerification A brief description of the samplePG 64-10 LAS Sample#1 test
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byB Last name of sampler or witnessed byFelder
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namegriffith Transportation Laboratory (TL) Number929978
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot numberUnknown
Sublot numberUnknown Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-25-24
DIME Test ID: 2020-06-25-24-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-08-12

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: juan gomez
Date of test: 08/10/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.173 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.438 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.44 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/12/2020